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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC 29 GANDHI NAGAR VETERINARY COLLEGE ROAD BIKANER 334001 RAJ | BIKANER | RAJASTHAN | 334001 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹30.3 L+₹34,770.48 (1.16%)Rejected-Finance 20 A 2ND FLOOR BLOCK C RAJEEV NAGAR BEGUMPUR DELHI 110086 | NORTH WEST | DELHI | 110086 | L2 | Rejected-Finance Being not L1 | |
| 3 | L3₹31.1 L+₹1.1 L (3.71%)Rejected-Finance | L3 | Rejected-Finance Being not L1 | |
| 4 | L4₹31.2 L+₹1.3 L (4.20%)Rejected-Finance 2645 SAYAROLI BAZAR NASIRABAD RAJ 305601 | NASIRABAD | AJMER | RAJASTHAN | 305601 | L4 | Rejected-Finance Being not L1 | |
| 5 | L5₹34.0 L+₹4.0 L (13.3%)Rejected-Finance | L5 | Rejected-Finance Being not L1 |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
14 Oct 2024, 6:00 pmClosed
GE NASIRABAD
Garrison Engineer, Military Engineer Services, Nasirabad, Pin - 305601
PROVISION OF VEHICLE SHED FOR 05 X LIGHT VEHICLE AND 15 X HY VEHICLE AT UPPER MT AREA AND CYCLE/SCOOTER STAND FOR PARKING OF CYCLE AND SCOOTER NEAR OFFICE COMPLEX OF 316 MED REGT AT AJMER MIL STATION UNDER GE NASIRABAD
2024_MES_670519_2
8468/E8
Open Tender
Civil Works
Item Rate
180 days
GE NASIRABAD
MES Contractor enlisted as Class D and above and category a i having deposited Standing Security of Rs 100000.00 with dept. Contractors not enlisted in MES should meet the MES enlistment criteria corresponding to appropriate class and category.
6 documents required · 6 mandatory
₹500
Yes
GE NASIRABAD
₹1 L
Yes
27 Nov 2024
25 Sept 2024
16 Oct 2024
25 Sept 2024
14 Oct 2024
2 Oct 2024
25 Sept 2024 - 2 Oct 2024
Amount
Excavation over area n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed by Engr-in-Charge.
Excavation in trenched n exc 1.50 m in width and n exc 1.50m in depth for foundation , manholes , cesspits, etc n exc 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed by Engr-in-Charge.
Removing excavated soil to a distance n exc 50m and depositing where directed at a level n exc 1.50m above the starting point complete all as specified and directed by Engr-in-Charge.
Returning filling in including spreading levelling watering and well ramming in layers n exc 25 cm thick complete all as specified and directed by Engr-in-Charge.
M & L for for PCC 1:4:8 type D-2 as in foundation and mass concrete complete all as specified and directed by Engr-in-Charge. .
M & L for formwork to sides and soffits of plinth beam, sides of footings, bass of columns and similar work with rough finished surfaces etc. complete all as specified and directed by Engr-in-Charge.
M & L for formwork to sides of columns and similar work with rough finished surfaces etc. complete all as specified and directed by Engr-in-Charge.
M & L for RCC M-25 design mix (using 20 mm graded stone aggregate.) in footings & plinth beams etc. complete all as specified and directed by Engr-in-Charge.
M & L for RCC M-25 design mix (using 20 mm graded stone aggregate.) in columns etc. complete all as specified and directed by Engr-in-Charge.
M & L mild steel TMT bar 10 mm dia and over, cut to length, bent to shape required and binding with MS wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engr-in-Charge.
M & L for mild steel TMT bar 8 mm dia and over up to and including 10 mm dia in stirrups, cut to length, bent to shape required and binding with MS wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engr-in-Charge.
S & F for steel work in tublar truss including special shaped washer etc. complete using ERW or induction butt welded tubes confirming to IS 1161-1979 grade st 240 etc confirming to fe-410-W (Gde-E-250) quality-A complete all as specified and directed by Engr-in-Charge.
S & F for M S plate or angle, channel, square cut or notched with riveted, bolted or welded attachment complete all as specified and directed by Engr-in-Charge.
S & F for pre-painted galvatume aluminium zinc coating (AZ-150) GI based corrugated steel sheet 0.50 mm thick of any colour having 550 Mpa tensile strength as in roof covering/cladding and fixed with self tapping screws, complete all as specified and directed by Engr-in-Charge.
S & F for pre-painted galvatume aluminium zinc coating (AZ-150) GI based plain steel sheet 0.50 mm thick of any colour having 550 Mpa tensile strength as in roof covering/cladding and fixed with self tapping screws, complete all as specified and directed by Engr-in-Charge.
M & L for Two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer including preparation of new steel surfaces of any description exc 10cm in width or girth complete all as specified and directed by Engr-in-Charge.
S & F for glass dividing stirrups 3mm thick, 38 mm width inserted in position confirm to design complete all as specified and directed by Engr-in-Charge.
M & L for brick work with sub class ‘B’ bricks straight or curved on plan exc. 6 M mean radius built in CM 1:6 complete all as specified and directed by Engr-in-Charge.
M & L for broken stone hard core of gauge n exc 63mm deposited spread and levelled in layers n exc 15 cm watered and rammed to a true surfaces complete all as specified and directed by Engr-in-Charge.
M & L for Cement concrete type B-1 75mm thick 1:2:4(20mm graded aggregate ) as in flooring complete all as specified and directed by Engr-in-Charge.
M & L for 50 mm thick PCC 1:3:6 type C-1 (20mm aggte) as in plinth protection finished fair and even without using extra cement n exc 2m in length and joints filled with bitumen mastic (1:1) complete all as specified and directed by Engr-in-Charge.
M & L for 1 mm thick 100 mm dia Mild steel sheet eaves gutters, galvanised class 3, half round with rounded edges complete all as specified and directed by Engr-in-Charge.
S & F PVC (SWR) pipes 110 mm bore single socketed, in any length with rubber ring joints fixed to walls complete all as specified and directed by Engr-in-Charge.
M & L for 15mm thick rendering on fair faces of brick work/concrete in cement mortar 1:4 finished even and fair without using extra cement, complete all as specified and directed by Engr-in-Charge.
M & L for preparation new decorated surfaces of walls and applying two coat of cement base paint complete all as specified and directed by Engr-in-Charge. .
M & L for PCC 1:2:4 type B-1 ( using 20mm graded mechanically crushed stone aggregate) as in bed blocks, copings, apex stones,side of interlocking tiles etc complete all as specified and directed by Engr-in-Charge. .
M & L for Machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade laid over 50mm thick Sand cushioning layer etc complete all as specified and directed by Engr-in-Charge.
Excavation in post hole (or similar holes) each n.exc 0.5 cum and getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25 cm watering and removing surplus soil to a distance n.exc 50m and making good in hard/dense soil, complete all as specified and directed by Engr-in-Charge.
M&L for PCC 1:3:6 type C-2 in post holes and similar works complete all as specified and directed by Engr-in-Charge.
Shree Sai Ram Enterprises (BID ID -3130684)
TANISHQ ENTERPRISES (BID ID -3128821)
SHREE BALAJI TRADING CORPORATION (BID ID -3138549)
kirtiman traders (BID ID -3138458)
R.S BUILDERS (BID ID -3129505)
PD GUPTA AND COMPANY (BID ID -3130757)
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